US7237363B2 - Domed building construction system - Google Patents
Domed building construction system Download PDFInfo
- Publication number
- US7237363B2 US7237363B2 US10/980,841 US98084104A US7237363B2 US 7237363 B2 US7237363 B2 US 7237363B2 US 98084104 A US98084104 A US 98084104A US 7237363 B2 US7237363 B2 US 7237363B2
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- US
- United States
- Prior art keywords
- panels
- tension ring
- domed building
- building wall
- domed
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related, expires
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/08—Vaulted roofs
- E04B7/10—Shell structures, e.g. of hyperbolic-parabolic shape; Grid-like formations acting as shell structures; Folded structures
- E04B7/102—Shell structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B1/3211—Structures with a vertical rotation axis or the like, e.g. semi-spherical structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B2001/327—Arched structures; Vaulted structures; Folded structures comprised of a number of panels or blocs connected together forming a self-supporting structure
- E04B2001/3276—Panel connection details
Definitions
- U.S. Pat. No. 5,918,438 discloses various types of domed structures and methods of construction of such structures.
- U.S. Pat. No. 5,918,438 discloses a method of constructing a domed structure using an inflatable form having a peripheral edge anchored to a base. A network of cable-like members that overlie the form is anchored to the base to limit expansion and tearing of the form. A layer of foam is applied to the interior of the form, followed by attachment of reinforcing mesh. A cementitious material is applied to embed the mesh.
- Internal ribs are formed to underlie the network of external cable members which may be connected to the internal ribs to assist in support of the ribs until they become self-supporting of the dome.
- Domed structures are often preferred because of their superior strength characteristics and low construction costs relative to other types of buildings. Domed buildings can often be manufactured at costs well below that of buildings having comparable interior spaces.
- smaller domed buildings i.e. small homes, garages, warehouses, out-buildings, and the like
- Another object is to provide a domed building that will, if so desired serve as an inner shell form for a concrete outer shell poured over the inner shell and with panels forming the inner shell being made of lightweight plastic and removable from the concrete outer shell into the interior of the structure formed by the inner and outer shells.
- lightweight, formed panels be used either to form a building shell or to serve as an inner support mold for cementitious material applied over the support mold.
- the panels After being used as a support mold the panels are removed from the concrete building shell and are available for re-use.
- FIG. 1A is a perspective view of a bundle of typical building panels used to construct a domed building of the invention and with one panel exploded from the bundle to show greater detail of a typical panel;
- FIG. 1B a transverse section through a building panel, taken on the line 1 B— 1 B of FIG. 1A ;
- FIG. 2 a perspective view of a typical domed building constructed using the panels of FIG. 1A ;
- FIG. 3 an enlarged fragmentary section view, taken on the line 3 — 3 of FIG. 2 ;
- FIG. 4A an enlarged fragmentary vertical section, taken on the line 4 A— 4 A of FIG. 2 and showing one embodiment of clip used to secure the panels to a base ring;
- FIG. 4B a still further enlarged perspective view of the clip of FIG. 4A ;
- FIG. 4C a view like that of FIG. 4A , but showing an alternate embodiment of clip
- FIG. 4D a view like that of FIG, 4 B, but showing the clip of FIG. 4C ;
- FIG. 4E a view like that of FIG. 4A , but showing still another embodiment of clip
- FIG. 4F a view like that of FIG. 4B , but showing the clip of FIG. 4E ;
- FIG. 5 a fragmentary exploded perspective view of a door threshold and a door of the building of the invention
- FIG. 6 a vertical section, taken on the line 6 — 6 of FIG. 2 ;
- FIG. 7 a perspective view of another building constructed using the preferred embodiment of apparatus of the invention.
- FIG. 8 a horizontal section, taken on the line 8 — 8 of FIG. 7 ,
- lightweight, but durable, building panels 20 are interlocked to construct a building, shown generally at 22 ( FIG. 2 ).
- the building panels 20 are readily stacked together to form a bundle 24 that is easily carried stored, transported and neatly arranged at a building site.
- the building panels 20 are molded from a suitable sun-resistant plastic and the panels have some limited flexibility while returning to their molded shape. Polyurethane plastics have been found to be well suited for the purpose.
- the panels 20 are identical and each has a bottom edge 28 and a top edge 30 . Opposite sides 32 and 34 of each panel 20 are flared from the top edge 30 to the bottom edge 28 .
- Each panel 20 has an inner face 36 and an outer face 38 .
- the panel 20 is curved from top end 30 to bottom end 28 and from side 32 to side 34 such that the inner face 36 is concave while the outer face 38 is of convex configuration.
- a short groove 40 is formed in the inner face 36 and extends parallel to the side and a long groove 42 is formed in the inner face 36 parallel to the side 34 .
- the short and long grooves 40 and 42 on the inner face 36 respectively become short and long ribs 44 and 46 on the outer face 38 of the panel.
- each panel 20 extends from just adjacent to the top and bottom edges 30 and 28 of the panel and the short rib 44 of each panel has a length just shorter on both ends than the long groove 42 .
- Each groove 42 has a C-shaped cross sectional configuration with a width that is just wider than each rib 44 so that when a rib 44 is forced to snap into a groove 42 the rib is tightly clamped and frictionally held in place in the groove.
- the lengths of the sides 32 and 34 , and the top and bottom edges 30 and 28 , the curvature between sides 32 and 34 and the curvature between the top and bottom edges are all selected such that when the panels 20 are interconnected the wall of a domed building 22 , having a desired size, will be formed.
- a bottom tension ring 50 is provided at the inside bottom edges 28 of the interconnected panels 20 .
- the tension ring 50 may be formed of other materials having a natural spring effect biasing the ring open. However for small structures it has been found that a length of polyurethane plastic conduit 52 bent into a circle and held together by a pin structure 4 inserted into opposite ends of the conduit provides a very suitable tension ring.
- While other pin structures can be used to interconnect the conduit ends, as in the pin structure of FIG. 5 which includes a pair of spaced apart insert pins 60 and 62 interconnected by a door threshold 64 .
- Door threshold 64 is curved to conform to the curvature of the plastic conduit 52 .
- Door threshold 64 also includes a curved groove 66 to receive and guide a bottom edge 28 of a panel 20 that will serve as a sliding door 70 for the building 22 .
- the sliding door 70 will slide from a position closing the space between adjacent panels 20 forming the building wall to an open position wherein the sliding door at least partially overlies one of the adjacent panels.
- a flexible cap 72 fits over the top edges 30 of the interconnected panels 20 .
- Cap 72 includes a brim 74 overhanging the interconnected panels 20 forming the wall of building 22 and the top edge 30 of the panel 20 forming door 70 .
- Clips 76 formed on the bottom surface of cap 72 snap into engagement with the inside surface of the interconnected panels 20 at top edges 30 .
- the top edge 30 of panel 20 of the sliding door 70 is guided between an interconnected panel 20 and the overhanging brim 74 of cap 72 .
- each interconnected panel 20 is inserted into one or more anchor clips 80 having a U-shaped spring clip portion 82 to receive the bottom edge 30 and a C-shaped resilient clip portion 84 through which the flexible plastic conduit 52 is inserted.
- FIGS. 4C and 4D An alternate embodiment of clip used to secure the interconnected wall panels 20 to the tension ring 50 is shown in FIGS. 4C and 4D .
- clip 86 includes a C-shaped portion 88 and an upstanding leg 90 .
- the conduit 52 of tension ring 50 is inserted through the C-shaped portion 88 and the bottom edge 28 of an interconnected panel 20 is positioned between the conduit 52 and the upstanding leg 90 .
- a screw 92 is inserted through a hole 94 in leg 90 and is threaded into and through the edge 28 and into conduit 52 .
- Clip 100 has a horizontal leg 102 that extends from one end of an upright leg 104 .
- the other end of leg 104 is formed to have a C-shaped portion 106 through which conduit 52 of tension ring 50 is inserted.
- the lower edge 28 of an interconnected wall panel 20 is positioned against the upright leg 104 and is secured by a screw 108 to the upright leg and the conduit 52 .
- An anchor screw 110 passes through the horizontal leg 102 and into a concrete slab 112 or other floor material used with the building 22 .
- Panels 20 and cap 72 may be opaque, translucent, or transparent, as desired.
- One or more panel 20 may be used as a window and the cap may act as a skylight.
- Larger buildings can be constructed using larger panels 122 snapped together to form a lower wall section topped with smaller snapped together panels 124 forming an upper wall section and a top cap 126 .
- Panels 122 and 124 are constructed in the same manner as panels 22 previously described and are secured to a bottom expansion ring 128 using anchor clips 80 , or such other anchor clip as may be selected.
- Upper edges 130 of the panels 122 are inserted into down turned hooks 132 of anchor clips 134 having loops 136 through which a tension ring 135 is inserted.
- Bottom edges 140 of the snapped together panels 124 are inserted into up turned hooks 142 of the anchor clips 134 .
- either building 22 or building 120 can also be used as an inside mold for a concrete domed structure poured over the outside of the building. Once the concrete has sufficiently cured, the building/mold can be left in place or can be stripped away from inside the building to be used again as either a building or a mold.
- Top cap 126 is secured to the upper edges 144 of panels 124 . as by screws 146 .
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- Architecture (AREA)
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- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Abstract
A domed building or mold constructed with flexible, lightweight curved panels snapped together using grooves and ridges formed in the panels to form a building wall, a tension ring holding the panels in place and a top cap overlying and secured to upper edges of the panels.
Description
This application is a divisional application of U.S. application for patent, Ser. No. 10/266,156, filed Oct. 8, 2002, now U.S. Pat. No. 6,874,285, issued Apr. 5, 2005.
Not Applicable
Not Applicable
The desirability of domed shaped building structures has long been recognized. The Eskimo people of the arctic, for example, have long formed building structures from curved blocks of snow and ice. More recently, very large domed stadiums have been constructed throughout the world. U.S. Pat. No. 5,918,438 and the patents cited therein, disclose various types of domed structures and methods of construction of such structures. U.S. Pat. No. 5,918,438 discloses a method of constructing a domed structure using an inflatable form having a peripheral edge anchored to a base. A network of cable-like members that overlie the form is anchored to the base to limit expansion and tearing of the form. A layer of foam is applied to the interior of the form, followed by attachment of reinforcing mesh. A cementitious material is applied to embed the mesh. Internal ribs are formed to underlie the network of external cable members which may be connected to the internal ribs to assist in support of the ribs until they become self-supporting of the dome.
Domed structures are often preferred because of their superior strength characteristics and low construction costs relative to other types of buildings. Domed buildings can often be manufactured at costs well below that of buildings having comparable interior spaces.
Nevertheless, it is desirable to have even better ways (i.e. lower cost and easier methods of construction) to construct domed buildings and particularly smaller buildings up to the size of garages and small warehouses.
Accordingly, it is a principal object of the present invention to provide a method of constructing smaller domed buildings (i.e. small homes, garages, warehouses, out-buildings, and the like) with lower labor costs and other features that will result in significant cost savings in the construction of buildings, on site.
Another object is to provide a domed building that will, if so desired serve as an inner shell form for a concrete outer shell poured over the inner shell and with panels forming the inner shell being made of lightweight plastic and removable from the concrete outer shell into the interior of the structure formed by the inner and outer shells.
It is a principal feature of the method of the invention that lightweight, formed panels be used either to form a building shell or to serve as an inner support mold for cementitious material applied over the support mold.
After being used as a support mold the panels are removed from the concrete building shell and are available for re-use.
Additional objects and features of the invention will become apparent to those skilled in the art to which the invention pertains from the following detailed description and drawings.
Referring now to the drawings:
In the illustrated embodiment of the invention shown in FIGS. 1—6, lightweight, but durable, building panels 20 are interlocked to construct a building, shown generally at 22 (FIG. 2 ). As best shown in FIG. 1 , the building panels 20 are readily stacked together to form a bundle 24 that is easily carried stored, transported and neatly arranged at a building site. Preferably, the building panels 20 are molded from a suitable sun-resistant plastic and the panels have some limited flexibility while returning to their molded shape. Polyurethane plastics have been found to be well suited for the purpose. The panels 20 are identical and each has a bottom edge 28 and a top edge 30. Opposite sides 32 and 34 of each panel 20 are flared from the top edge 30 to the bottom edge 28. Each panel 20 has an inner face 36 and an outer face 38. The panel 20 is curved from top end 30 to bottom end 28 and from side 32 to side 34 such that the inner face 36 is concave while the outer face 38 is of convex configuration.
A short groove 40 is formed in the inner face 36 and extends parallel to the side and a long groove 42 is formed in the inner face 36 parallel to the side 34. The short and long grooves 40 and 42 on the inner face 36 respectively become short and long ribs 44 and 46 on the outer face 38 of the panel.
The long groove 42 of each panel 20 extends from just adjacent to the top and bottom edges 30 and 28 of the panel and the short rib 44 of each panel has a length just shorter on both ends than the long groove 42. Each groove 42 has a C-shaped cross sectional configuration with a width that is just wider than each rib 44 so that when a rib 44 is forced to snap into a groove 42 the rib is tightly clamped and frictionally held in place in the groove.
The lengths of the sides 32 and 34, and the top and bottom edges 30 and 28, the curvature between sides 32 and 34 and the curvature between the top and bottom edges are all selected such that when the panels 20 are interconnected the wall of a domed building 22, having a desired size, will be formed.
A bottom tension ring 50 is provided at the inside bottom edges 28 of the interconnected panels 20. The tension ring 50 may be formed of other materials having a natural spring effect biasing the ring open. However for small structures it has been found that a length of polyurethane plastic conduit 52 bent into a circle and held together by a pin structure 4 inserted into opposite ends of the conduit provides a very suitable tension ring.
While other pin structures can be used to interconnect the conduit ends, as in the pin structure of FIG. 5 which includes a pair of spaced apart insert pins 60 and 62 interconnected by a door threshold 64. Door threshold 64 is curved to conform to the curvature of the plastic conduit 52.
A flexible cap 72 fits over the top edges 30 of the interconnected panels 20. Cap 72 includes a brim 74 overhanging the interconnected panels 20 forming the wall of building 22 and the top edge 30 of the panel 20 forming door 70. Clips 76 formed on the bottom surface of cap 72 snap into engagement with the inside surface of the interconnected panels 20 at top edges 30. The top edge 30 of panel 20 of the sliding door 70 is guided between an interconnected panel 20 and the overhanging brim 74 of cap 72.
The bottom edge 28 of each interconnected panel 20 is inserted into one or more anchor clips 80 having a U-shaped spring clip portion 82 to receive the bottom edge 30 and a C-shaped resilient clip portion 84 through which the flexible plastic conduit 52 is inserted.
An alternate embodiment of clip used to secure the interconnected wall panels 20 to the tension ring 50 is shown in FIGS. 4C and 4D . As shown, clip 86 includes a C-shaped portion 88 and an upstanding leg 90. In use, the conduit 52 of tension ring 50 is inserted through the C-shaped portion 88 and the bottom edge 28 of an interconnected panel 20 is positioned between the conduit 52 and the upstanding leg 90. A screw 92 is inserted through a hole 94 in leg 90 and is threaded into and through the edge 28 and into conduit 52.
Still another embodiment of clip used to secure the interconnected wall panels to the tension ring 50 is shown at 100 in FIGS. 4E and 4F . Clip 100 has a horizontal leg 102 that extends from one end of an upright leg 104. The other end of leg 104 is formed to have a C-shaped portion 106 through which conduit 52 of tension ring 50 is inserted. The lower edge 28 of an interconnected wall panel 20 is positioned against the upright leg 104 and is secured by a screw 108 to the upright leg and the conduit 52. An anchor screw 110 passes through the horizontal leg 102 and into a concrete slab 112 or other floor material used with the building 22.
Larger buildings, such as shown generally at 120 in FIG. 7 , can be constructed using larger panels 122 snapped together to form a lower wall section topped with smaller snapped together panels 124 forming an upper wall section and a top cap 126. Panels 122 and 124 are constructed in the same manner as panels 22 previously described and are secured to a bottom expansion ring 128 using anchor clips 80, or such other anchor clip as may be selected. Upper edges 130 of the panels 122 are inserted into down turned hooks 132 of anchor clips 134 having loops 136 through which a tension ring 135 is inserted. Bottom edges 140 of the snapped together panels 124 are inserted into up turned hooks 142 of the anchor clips 134.
Once constructed, either building 22 or building 120, can also be used as an inside mold for a concrete domed structure poured over the outside of the building. Once the concrete has sufficiently cured, the building/mold can be left in place or can be stripped away from inside the building to be used again as either a building or a mold.
Although preferred embodiments of the invention have been herein disclosed, it is to be understand that such disclosure is by way of example and that other variations are possible without departing from the subject matter coming within the scope of the following claims, which claims define my invention.
Claims (8)
1. A domed building comprising:
a plurality of interconnected flexible, shape retaining panels wherein each of the panels includes a top edge, a bottom edge, a pair of spaced apart side edges wherein each of the side edges is flared outwardly from said top edge to said bottom edge, a concave inner face and a convex outer face, a pair of elongate grooves extending into said inner face and forming a pair of ribs projecting from said outer face, said ribs and grooves each extending parallel to one of said side edges and with one of said grooves with one of said ribs of each of said panels being sufficiently longer and sufficiently larger than the other rib with the groove of an adjacent panel inserted into one of said grooves to be frictionally held therein, whereby said interconnected panels form a domed building wall;
a top cap fitting over the upper edge of each of said panels;
means securing said top cap in place secured to at least one of said panels;
a tension ring biasing said bottom edges of said panels outwardly, said tension ring being formed from a flexible plastic conduit having pin means inserted into ends of said conduit to hold said conduit in a circular configuration; and
said panels being secured to the tension ring by attachment clips, each said clip including a portion at least partially encircling the tension ring and a spring clip receiving the bottom edge of one of said panels, and at least some of the attachment clips including means for securing said clips to a support surface.
2. A domed building as in claim 1 , wherein said means for securing the clips to a support surface includes legs projecting from a portion at least partially encircling the tension ring and a hole through each said leg.
3. A domed building comprising
a plurality of interconnected flexible, shape retaining panels each including a top edge, a bottom edge, a pair of spaced apart side edges wherein each of the side edges flared outwardly from said top edge to said bottom edge, a concave inner face and a convex outer face, a pair of elongate grooves extending into said inner face and forming a pair of ribs projecting from said outer face, said ribs and grooves each extending parallel to one of said side edges, and with one of said grooves with one of said ribs of each of said panels being sufficiently longer and sufficiently larger than the other rib with groove of an adjacent panel inserted into the one said groove to be frictionally held therein, whereby said interconnected panels form a domed building wall;
a first tension ring connected to the bottom edge of each panel;
means securing said interconnected panels to said first tension ring as a support surface comprising a lower domed building wall;
a second tension ring connected to the top edge of each panel;
means securing the top edges of said panels of said lower domed building wall to said second tension ring; and
another set of interconnected panels each having a bottom edge attached to said second tension ring and extending upwardly from said second tension ring to form an upper domed building wall.
4. A domed building as in claim 3 , wherein said lower domed building wall and said upper domed building wall are secured to the second tension ring by clips, each said clip including a first portion at least partially encircling said second tension ring, a second portion receiving the the top edges of the panels of the lower domed building wall and a third portion receiving the lower edges of the panels of the upper domed building wall.
5. A domed building as in claim 3 , wherein the means securing the interconnected panels to the first tension ring comprises
attachment clips securing the first tension ring to the bottom edges of the panels interconnected to form the lower domed building wall.
6. A domed building as in claim 5 , wherein
the attachment clips each include a portion partially encircling the first tension ring of the lower domed building wall.
7. A domed building as in claim 6 , wherein
at least some of the attachment clips include means for securing said clips to a support surface.
8. A domed building as in claim 7 , wherein
the means for securing the clips the support surface includes legs projecting from the portion partially encircling the first tension ring of the lower domed building wall and a hole through each said leg.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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US10/980,841 US7237363B2 (en) | 2002-10-08 | 2004-11-04 | Domed building construction system |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
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US10/266,156 US6874285B2 (en) | 2002-10-08 | 2002-10-08 | Domed building construction system |
US10/980,841 US7237363B2 (en) | 2002-10-08 | 2004-11-04 | Domed building construction system |
Related Parent Applications (1)
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US10/266,156 Division US6874285B2 (en) | 2002-10-08 | 2002-10-08 | Domed building construction system |
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US20050091933A1 US20050091933A1 (en) | 2005-05-05 |
US7237363B2 true US7237363B2 (en) | 2007-07-03 |
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US10/980,841 Expired - Fee Related US7237363B2 (en) | 2002-10-08 | 2004-11-04 | Domed building construction system |
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
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US20080236057A1 (en) * | 2007-03-26 | 2008-10-02 | Mccarty Gerald Joseph | Dome Kit, Structure and Method |
US7743582B1 (en) * | 2004-10-04 | 2010-06-29 | Davor Petricio Yaksic | Conical roof construction |
US20100313490A1 (en) * | 2006-12-26 | 2010-12-16 | World Dome House Co., Ltd. | Dome type structure |
US20120318314A1 (en) * | 2010-01-29 | 2012-12-20 | Shinya Okuda | Modular Shelter |
US20150000216A1 (en) * | 2013-06-28 | 2015-01-01 | Noble Environmental Technologies Corporation | Portable building structures |
US20150052827A1 (en) * | 2013-08-20 | 2015-02-26 | Carlos Alberto Henriques DaCosta | Dome Enclosure |
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KR20080059273A (en) * | 2005-10-05 | 2008-06-26 | 알루코브 에이치제트 스폴.에스.알.오. | Enclosure, especially spa enclosure |
US20080307719A1 (en) * | 2007-06-13 | 2008-12-18 | Murray Ellen | Domed non-steel roof frame |
US20080307718A1 (en) * | 2007-06-13 | 2008-12-18 | Murray Ellen | Domed steel roof frame |
US7765746B2 (en) * | 2007-07-24 | 2010-08-03 | Reed Robert S | Tornado resistant dome house |
EP2872705A4 (en) * | 2012-07-16 | 2016-03-09 | Charles Caulder Bree | Interlocking blocks and tiles for buildings |
US9255421B2 (en) * | 2013-12-06 | 2016-02-09 | Ryszard Gulik | Secure shelter with trapezoidal walls |
US9901840B2 (en) * | 2014-09-09 | 2018-02-27 | Mary Hollowell | Playhouse assembly |
US12064706B2 (en) * | 2015-07-27 | 2024-08-20 | Roman Dill | Play equipment, in particular for interior spaces and small children |
US9695585B1 (en) * | 2016-02-25 | 2017-07-04 | Donald S. Seiford, Sr. | Portable domed storm shelter |
US9783983B1 (en) | 2016-06-13 | 2017-10-10 | Richard Fairbanks | Lotus dome |
CN110258775A (en) * | 2019-06-28 | 2019-09-20 | 佛山柔茂金属有限公司 | A kind of glass sunlight house |
WO2021058997A1 (en) * | 2019-09-23 | 2021-04-01 | Santander Lora Gustavo Adolfo | 3d overlapping construction system |
CN114164979B (en) * | 2021-12-09 | 2023-03-24 | 南京工业职业技术大学 | Assembled dome-shaped steel structure |
US20240066422A1 (en) * | 2022-08-25 | 2024-02-29 | Stan Kopunec | Playhouse Assembly |
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JPH1122010A (en) * | 1997-07-08 | 1999-01-26 | Taisei Corp | Structure of shell structures |
US6324791B1 (en) * | 2000-03-29 | 2001-12-04 | Francisco Javier Azpiroz Villar | Prefabricated huts in modules |
EP1143081A1 (en) * | 2000-04-03 | 2001-10-10 | Francisco Javier Azpiroz Villar | Hut from prefabricated modules |
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US7743582B1 (en) * | 2004-10-04 | 2010-06-29 | Davor Petricio Yaksic | Conical roof construction |
US20100313490A1 (en) * | 2006-12-26 | 2010-12-16 | World Dome House Co., Ltd. | Dome type structure |
US20080236057A1 (en) * | 2007-03-26 | 2008-10-02 | Mccarty Gerald Joseph | Dome Kit, Structure and Method |
US8307605B2 (en) * | 2007-03-26 | 2012-11-13 | Mccarty Gerald Joseph | Dome kit, structure and method |
US20120318314A1 (en) * | 2010-01-29 | 2012-12-20 | Shinya Okuda | Modular Shelter |
US8943760B2 (en) * | 2010-01-29 | 2015-02-03 | National University Of Singapore | Modular shelter |
US20150000216A1 (en) * | 2013-06-28 | 2015-01-01 | Noble Environmental Technologies Corporation | Portable building structures |
US10221556B2 (en) * | 2013-06-28 | 2019-03-05 | Noble Environmental Technologies Corporation | Portable building structures |
US20150052827A1 (en) * | 2013-08-20 | 2015-02-26 | Carlos Alberto Henriques DaCosta | Dome Enclosure |
US9194122B2 (en) * | 2013-08-20 | 2015-11-24 | Carlos Alberto Henriques DaCosta | Dome enclosure |
Also Published As
Publication number | Publication date |
---|---|
US20040065026A1 (en) | 2004-04-08 |
US20050091933A1 (en) | 2005-05-05 |
US6874285B2 (en) | 2005-04-05 |
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